明渠弯道几何形态对水动力特性的影响研究OA
Study on influence of geometric morphology of open-channel bends on hydrodynamic characteristics
为探究宽深比和径宽比对明渠弯道水动力特性的影响规律,建立了基于RNG k-ε紊流模型和体积函数自由表面追踪技术的三维数值模型.通过对4 种宽深比和4 种径宽比工况下的弯道水流进行数值模拟,重点分析了水面形态、流速分布、断面环流及弯道分离流等水动力特征.结果表明:水流紊动特性随宽深比或径宽比的减小而增强;当上述比值降低时,流速重分布特性愈发显著,环流强度增强,弯道分离流发生的概率增大;针对本文模拟的小宽深比和小径宽比U形弯道,分离流临界条件是宽深比为1.5、径宽比为1.0.
To investigate the influence laws of the width-to-depth ratio and the radius-to-width ratio on the hydrodynamic characteristics of open-channel bends,this study established a three-dimensional numerical model based on the RNG k-ε turbulence model and the volume of fluid(VOF)free surface tracking method.Numerical simulations of bend flow under four width-to-depth ratios and four radius-to-width ratios were conducted,with a focus on analyzing hydrodynamic characteristics such as water surface profiles,velocity distribution,secondary flows,and bend separation flows.The results indicate that the flow turbulence characteristics intensify as the width-to-depth ratio or radius-to-width ratio decreases.With the reduction of these ratios,flow redistribution becomes increasingly significant,circulation strength strengthens,and the probability of flow separation in bends increases.For the U-shaped bends with small width-to-depth and radius-to-width ratios simulated in this study,the critical conditions for flow separation are identified as a width-to-depth ratio of 1.5 and a radius-to-width ratio of 1.0.
李凯;曾诚;陈辰;王明辉;胡羽蝶;周婕
宿迁市水务工程建设管理中心河海大学水利水电学院河海大学水利水电学院宿迁市水务工程建设管理中心江苏省水文水资源勘测局无锡分局河海大学力学与工程科学学院
明渠弯道水流宽深比径宽比数值模拟
open-channel bend flowwidth-depth ratioradius-width rationumerical simulation
《水利水电科技进展》 2026 (2)
12-21,10
国家重点研发计划项目(2022YFC3202605)
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